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<br />- <br />II 1-10 <br />I I <br /> 38000 <br /> 36000 <br /> 34000 <br /> 3200 <br /> 30000 <br /> 2800 <br /> 2600 <br /> 24000 <br /> 22000 <br /> 20000 <br /> ~ <br /> VI <br /> - 1800 <br /> u <br /> w 1600 <br /> (,9 <br /> 0:: <br /> <1 1400 <br /> I <br /> u <br /> (j') <br /> 0 12000 <br /> ~ 1000 <br /> 0:: <br /> 0 <br /> I- 8000 <br /> (j') <br /> <br />6000 <br /> <br />4000 <br /> <br />2000 <br /> <br />I <br /> <br />NOTE: <br /> <br />THE 10,50, AND IOO-YEAR FLOWS UPSTREAM OF DUTCH CREEK.AND THE <br />2-YEAR FLOOD UPSTREAM OF CHERRY CREEK ARE EXCEEDED BV CHATFIELD <br />RESERVOIR RELEASES. THEREFORE, THESE RELEASES SHOULD CONSIDERED <br />IN ESTABLISHING DESIGN FLOWS IN THESE REACHES. <br /> <br />100- YR. STORM <br /> <br /> <br />MAXIMUM RELEASE RATE <br />FROM CHATFIELD RESERVOIR 'y;/ <br /> <br /> <br /> <br /> <br />--- <br /> <br />-- <br /> <br />---- <br /> <br />r- <br /> <br /> <br /> <br />....,,/ <br /> <br />-~ <br /> <br />-- <br /> <br />DAM RELEASES <br />CONTROL ~ <br />l---' <br />I <br /> <br />SNOWMEL T CONTROL <br /> <br />o <br /> <br /> <br />~""?l~ ",~~c,~ ~~~ ~*'~~iI~' ~ "'~~.~~ ~ ~*'~ ~O <br />v ~ '" "v *' ~v rv.'"' rv. ~ " !?: ~'!!'Y v c, ~ '" <br />!!--.V 4. (j ",oS (j ~'<J "'o~ c,'<' c,~ 'b'" c,~~ '" "'", ~ . ~ ",.;:j ","v c,~ ~'" "'~ <br />,,,,'< ~c, A*' ,,~ C~, ~~"'.4. g, '1,;, '1<:~ ~~ '!. ~ ~ ~;;, ~4. q,V",. "'~ <br />c,"'Y ~~yv~- y.~~ - '\vty'" 'O.~~ "'~€' o/~~'" .:::~ o/..~'YoO~~ ~ ~ .,,~., <br />y ~~ ,,'" ~ ~'" 97y~) ",-'" fO'" ~..~ d' ,,"'q," ~ <br />"'~ '" V A"V.,"?l ~~~~ ~~ .,0,,"" <br />~ ",'" V V ~ <br />"v: ,~"" <br /> <br />SOUTH PLATTE RIVER DISCHARGE PROFILES <br /> <br />r-' <br /> <br /> <br />--..r-- _ <br />-- <br />- <br /> <br />50-YR. STORM <br />(INTERPOLATED) <br /> <br />1 <br /> <br />-- <br /> <br />IO-YR, STORM <br /> <br /> <br />2- YR. STORM <br /> <br /> <br />~*' "'~ <br />c,~'<; v~"'.,o" <br />'" . q, f<..~ <br />",<f'/ it~ ,,'" <br />y o"~'<.; <br />r;", <br />~ <br /> <br />---------- <br /> <br /> <br />~<:;) <br />~o <br /> <br />,;,~~ <br /> <br />~., <br />'b <br /> <br />m -3 <br /> <br />FIGURE <br /> <br />WRIGHT WATER ENGINEERS, INC. <br />2490 W.26th AVE, - 55A <br />DENVER, COLORADO 80211 <br />